Problem $2.($HKS Problem $6\mathrm{.}13)$ For the case shown below:

$($i$)$ Determine the pressure, elevation and total head at the entering end of the soil, exit end of the soil, and point A of the soil sample. $($Note: I suggest using a table similar to the format on Page $265$ of the textbook.$)$

$($ii$)$ Determine the discharge velocity, seepage velocity for a permeability of $0\mathrm{.}18c\frac{m}{s}$ and porosity of $52\%.$